Cai Chenzhi, Xu Yuankai, Gao Lei, Deng Supeng, Wu Dizi
School of Civil Engineering, Central South University, Changsha, Hunan, China.
School of Civil Engineering, Central South University, Changsha, Hunan, China; Department of Building Environment and Energy Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong.
Sci Total Environ. 2024 Nov 25;953:176071. doi: 10.1016/j.scitotenv.2024.176071. Epub 2024 Sep 7.
Excessive environmental vibrations generated by urban traffic pose adverse effects on nearby structures and residents. These vibrations are predominantly carried by surface waves, which are localized within the surface layer of soil. The isolation of surface waves through the embedding of periodic wave barriers in soils between the source and the receiver has gained significant attention in recent years. In this paper, a novel approach is proposed for isolating surface waves induced by urban traffic through the use of variable depth infilled trenches. This innovative design not only achieves efficient surface wave isolation but also minimizes the consumption of structural materials. Based on the measured dominant frequency range of rail transit and the available soil parameters, variable depth infilled trenches are designed with suitable dimensions. The eigenvalue equation is solved using the finite element method to derive the dispersion relations and bandgap of identical regularly spaced trenches. To study the efficacy of the proposed structure, a finite element model of the soil-infilled trench system is developed using COMSOL. The mechanism underlying the isolation of surface wave is elucidated, and the effect of variable angle α on the isolation efficiency within 40-50 Hz η of surface waves is studied. The results of this study reveal that for variable angle α of 15°, the surface wave isolation efficiency within 40-50 Hz η is 90.9 % and 92.5 % for uniformly increasing depth infilled trenches and uniformly decreasing depth infilled trenches, respectively. Although the surface wave isolation efficiencies predicted for the variable depth infilled trench arrangements are only 93.8 % and 95.5 % of those predicted for the regularly spaced identical infilled trenches, the variable depth arrangements result in a remarkable 34 % reduction in material usage. These findings highlight the potential of the proposed variable depth infilled trenches as a cost-effective and efficient solution for surface wave isolation.
城市交通产生的过多环境振动会对附近的建筑物和居民造成不利影响。这些振动主要由表面波传播,表面波局限于土壤表层。近年来,通过在源和接收器之间的土壤中嵌入周期性波屏障来隔离表面波受到了广泛关注。本文提出了一种新颖的方法,通过使用可变深度填充沟槽来隔离城市交通引起的表面波。这种创新设计不仅实现了高效的表面波隔离,还最大限度地减少了结构材料的消耗。根据轨道交通测得的主导频率范围和可用的土壤参数,设计了具有合适尺寸的可变深度填充沟槽。使用有限元方法求解特征值方程,以推导相同间距规则沟槽的色散关系和带隙。为了研究所提出结构的有效性,使用COMSOL开发了土壤填充沟槽系统的有限元模型。阐明了表面波隔离的机制,并研究了可变角度α对40 - 50Hz表面波隔离效率η的影响。研究结果表明,对于15°的可变角度α,均匀深度增加的填充沟槽和均匀深度减小的填充沟槽在40 - 50Hz表面波隔离效率η分别为90.9%和92.5%。尽管可变深度填充沟槽布置预测的表面波隔离效率仅为规则间距相同填充沟槽预测效率的93.8%和95.5%,但可变深度布置使材料用量显著减少了34%。这些发现突出了所提出的可变深度填充沟槽作为一种经济高效的表面波隔离解决方案的潜力。